期刊文献+

展开定理的补充和偶次B样条基函数 被引量:2

Supplement of Expansion Theorem and Even Order B-Spline Basis Function
下载PDF
导出
摘要 在均匀分划的B样条展开定理中,奇次B样条以整数点展开,而对偶次B样条将如何展开,展开定理并未说明.通过时域的逼近计算,补充了偶次B样条在展开定理中的展开方式,提出了其基函数的一般构造方法.应用四次B样条基函数计算梁的弯曲,表明了偶次B样条展开方式的合理性,同时也表明了该基函数有较佳的逼近性能和适应性.研究成果属于逼近理论的基础部分,可以应用于需要逼近计算的诸多领域. In the expansion theorem point, while even order B-spline has of uniformly-divided B-spline, odd order B-spline is expanded on integer not been demonstrated how to expand. By approximation computation of time domain, the supplement of the expansion form for even order B-spline is given in the expansion theorem. A generalized constructional method is put forward in basis function. By using quartic B-spline basis function to calculate the bending of a beam, the example proves the reasonability of the expansion form for even order B-spline, and shows that the even order B-spline basis function has good approximate property and adaptability. The results belong to the basic content of approximation theory and can be applied in various fields requiring approximation computation.
出处 《天津大学学报》 EI CAS CSCD 北大核心 2007年第6期644-648,共5页 Journal of Tianjin University(Science and Technology)
基金 国家自然科学基金资助项目(58870326)
关键词 展开定理 偶次B样条 基函数 梁的弯曲 逼近计算 expansion theorem even order B-spline basis function bending of a beam approximation computation
  • 相关文献

参考文献4

  • 1Schoenberg I J.Cardinal Spline Interpolation[M].England:J W Arrowsmith Ltd,1973.
  • 2Schoenberg I J.Contributions to the problem of approximation of equidistant data by analytic functions.Part A:On the problem of smoothing or graduation.A first class of analytic approximation formulae[J].Quart Appl Math,1946,Ⅳ:
  • 3Kincaid D,Cheney W.Numerical Analysis:Mathematics of Scientific Computing[M].USA:Thomson Learning,2002.
  • 4石钟慈.样条有限元.计算数学,1979,1(2):50-72.

共引文献23

同被引文献10

  • 1Bathe K J. Finite element procedures in engineering analysis [M]. New Jersey: Prentice-Hall, Incorporated, 1982.
  • 2Kincaid David,Cheney Ward. Numerical Analysis: Mathematics of Scientific Computing[M]. Thomson Learning,2002.
  • 3Bathe K J. Finite Element Procedures in Engineering Analysis[M]. New Jersey: Prentice-Hall Inc, 1982.
  • 4巴特KJ 威尔逊EL 林公豫 罗恩 译.有限元分析中的数值方法[M].北京:科学出版社,1985..
  • 5石钟慈.样条有限元.计算数学,1979,1(2):50-72.
  • 6丁学成 陈庆文.应用哈密尔顿原理计算动力反应的子区间法.地震工程与工程振动,1987,7(1):10-19.
  • 7巴特K J,威尔逊E L.著,林公豫,罗恩译.有限元分析中的数值方法[M].北京:科学出版社,1985:308-363.
  • 8崔旭明,秦玉文.基于三次B样条子区间法的嵌套方法[J].天津大学学报,2007,40(9):1094-1098. 被引量:3
  • 9张锡治,闫澍旺,闫玥,崔旭明.基于五次B样条的子区间法[J].天津大学学报,2008,41(1):58-64. 被引量:1
  • 10张锡治,崔旭明.基于七次B样条的结构分析方法[J].工程力学,2009,26(4):16-20. 被引量:2

引证文献2

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部